摘要
本文根据多层层状结构岩质边坡的屈曲破坏模式,建立了相应的力学模型,从理论上对这种形式的破坏机理进行了研究,得出了相应力学模型的挠曲曲线的理论解。对具体工程实例的应用表明,本文的研究成果不仅能解决具体工程问题,而且有助于深入理解该类边坡的屈曲破坏机理。
According to the buckling yielding rupture failure mode of multilayered stratified rock slope, a corresponding mechanics model is established, then detail researches to this failure mode is made in theory, and a theoretic equation of the yielding curve is educed from this model Applications indicate that the research can not only solve the practice projects, but also make a contribution to further understand of the collapse yielding rupture failure mechanism of this kind of slope
出处
《山地学报》
CSCD
2003年第1期96-100,共5页
Mountain Research
基金
国家自然科学基金资助项目~~
关键词
层状岩石边坡
屈曲破坏机理
稳定性
力学模型
stratified rock slope
bedding slope
buckling yielding rupture
stability of slope
